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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹16.8 LAccepted-AOC | L-1 | Accepted-AOC Being L-1 | |
| 2 | L-2₹19.1 L+₹1.1 L (5.83%)Rejected-Finance | L-2 | Rejected-Finance other than L-1 | |
| 3 | L-3₹20.3 L+₹2.2 L (12.4%)Rejected-Finance | L-3 | Rejected-Finance other than L-1 | |
| 4 | L-4₹21.3 L+₹3.3 L (18.3%)Rejected-Finance | L-4 | Rejected-Finance other than L-1 | |
| 5 | L-5₹21.3 L+₹3.3 L (18.4%)Rejected-Finance BANPUR BATWARA SRINAGAR 190004 J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190004 | L-5 | Rejected-Finance other than L-1 |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
10 Jan 2023, 6:00 pmClosed
Tapan Naurial, Lt Col, GE
GE 864 EWS, PIN-913864,C/o 56 APO
Repair to foot path, drain covers , culverts, fencing in Zone A under at BB Cantt Srinagar.
2022_MES_570604_1
864/WS-64/2022-23
Open Tender
Civil Works
Item Rate
180 days
B B Cantt.
AS per tender
7 documents required · 7 mandatory
₹500
GE 864 EWS
₹50,000
Yes
28 Jan 2023
22 Dec 2022
12 Jan 2023
22 Dec 2022
10 Jan 2023
5 Jan 2023
Amount
Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by Engineer-in-Charge.
Dismantling fencing wire mesh of any type, complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:2:4, type B-2 (using 40mm graded crushed stone aggregates) as in foundation, filling in and mass concrete etc., complete all as specified and directed by Engineer-in-Charge.
M&L for mild steel work in nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc., flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting etc. and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed by Engineer-in-Charge.
Supply of chain link MS galvanisd fencing of any size or type, complete all as specified.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts etc. including provission of binding wire, complete all as specified and directed by Engineer-in-Charge.
S&F mild steel bolts, purpose made with hexagonal or square head one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but not exc 10cm long and dia of neck exc 5mm but not exc 10mm, complete all as specified and directed by Engineer-in-Charge.
S&F in repair galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75-80mm spacings and straining and fixing to any type of standard rails straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc., complete all as specified and directed by Engineer-in-Charge. Note :- Eeach line wire shall be measured.
M&L for preparation of new surfaces of steel or iron of any description, exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer, complete all as specified and directed by Engineer-in-Charge.
S&F mild steel round bars, conforming to Gde-I (IS : 432 Part-I) Part-I, 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engineer-in-Charge.
Demolition of RCC of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition), complete all as specified and directed by Engineer-in-Charge.
M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia, complete all as specified and directed by Engineer-in-Charge.
Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, arches, pillars etc. but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge.
M&L for brick work with sub class 'B' bricks, old size, straight or curved on plan exceeding 6.0 mtr mean radius, built in CM 1:6, complete all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete (unreinforced) as in ground floor and paving, not exceeding 15cm thick below or above ground level, complete all as specified and directed by Engineer-in-Charge.
M&L for 75mm thick PCC 1:4:8, typeD-2 (using 40mm graded crushed stone aggregates) as in sub base or floors etc., finished the surface fair and even , complete all as specified and directed by Engineer-in-Charge.
M&L 25 mm thick plain cement concrete 1:2:4 type B-1 ( using 20 mm graded stone aggregate) as in sub base of floors finished even and fair all as specified and as directed.
M&L Floor (Paver) Tiles area exceeding 0.06 sqm and not exceeding 0.18 Sqm, thickness 9 to 10 mm thick, highly abrasive, anti-skid impact resistant, laid over and including 15 mm thick screed bed or bedding layer in CM 1:4, complete all as specified and as directed
M&L for prepolished chequered cement concrete tiles of size 300x300x25mm thick, made using vibratory mechanical system having glazed top layer and set, jointed and pointed in neat cement slurry with white cement and pigment as in treads / floor etc. over and including 15mm thick screed bed or bedding layer in CM 1:4, complete all as specified and directed by Engineer-in-Charge.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tile to store and rubbish off the premises complete, all as specified and as directed
M & L for exterior wall cladding tiles of size 300mmx 600mm of 7 o 8mm thick designer tiles coloured for wall etc set and jointed in cedment and pointed in coloured cement to match the shade of tile and over 15 mm thick rendering in CM 1:3 on brick work or concrete surfaces on walls and finished even and fair to receive tiles complete all as specified amd direcrted by Engi-in- charge
M&L for 15mm thick rendering in CM 1:4 on brick work or stone masonry or concrete surfaces and including using water proofing compound, finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new plastered surfaces of walls and applying three coats of white wash, complete all as specified and directed by Engineer-in-Charge.
M&L for cement concerte 1:2:4, type B-1 (using 20mm graded crushed stone aggregates) as in cills, steps, seismic and other similar bands, plinth courses, copings, kneelers, apex stones, bed plates, bond stones etc. including weathering, slightly rounded or chamfered angles and throating including necessary formwork, complete all as specified and directed by Engineer-in-Charge.
M&L for precast cement concrete 1:2:4, type B-1 (using 20mm graded crushed stone aggregates) in cover slab (for manholes etc.), shelves and similar work with plain faces including necessary moulds and setting in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge.
M&L for Framed work such as in angle iron frames for manhole, covers and similar work confirming to Fe 290 grade E-165 complete all as specified and as directed.
S & F 150 mm (When open) width of recess between flenges parliamemtary hinges mild steel cold rolled complete all as specified
S & f rolled mild steel in chequred plates ,channels /square cut or notched (ordinary and counter sunk) forming holes with riveted /welded attachment confirming to Fe-410 -W grade E-250 Quality 'A' complete all as specified
Providing and laying 80 mm thick factory made chamfered edge cement concrete pavor block of M-30 grade with approved colour , design and pattern as in foot path,parks ,lawns ,drive ways or light traffic parking etc of required strength, thickness size /shape , made by table vibratory method using PU mpuld, laid in required colour and pattern or and including 40 mm thick compacted bed of fine sand , compacting and proper embedding /laying of interlocking pavor blocks into the sand bedding layer through vibratory compaction by using plate vibrator ,filling the joints with sand and cutting of pavor blocks as per required size and pattern ,finishing and sweeping extra sand etc all as specified and directed by Engineer-in-charge
M/S TAJ DIN KHARI
M/S Ghulam Mohammad Shalla
M/S Gh Qadir
M/S SUHEEL CONSTRUCTIONS
mirandcompany
M/S BASHIR AND SONS
M/S DFA Enterprises
AHMED CONSTRUCTIONS AND INFRA PVT LTD
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